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I 1 1 1 1 111 101 11 1 11 Ll (D a, (D PI) �q_ C=) C14 �2 �2 LO r- Ln CN :2 7N :51, E 0 In I C" C_> M L (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. DERLAYMENT REQUIREMENTS SEE R905.1 I FOR LIN - SHINGLE ROOF SHINGLE ROOF INSULATIONL---- 15/32" CDX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN I I ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2X SUB FASCIA BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P,F. TOP PLATE 1X2 NAILER -1 PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT 2K FOR MORE INFO U.1 Lu 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2X BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j _j t� UJ LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD —INSULATION PER 1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W CHAR ON FLOOR PLAN OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOF t B R AN AREA !s 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL�ol S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQ 1 AREAS. —7. \ FLOOR SYSTEM ETAL SEAT ETAL SEAT XE R PLAN 0 1 . OR FELT OR FELT 'Al tv PAPER FOR MOISTURE . 0 � 4 BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" O/C DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) \�__8"&'X`16" 1/2" GYP WEI CONC, KNOCKOUT INSTALLATION PER BILK. W/11#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP HEATHING TO BOTTOM OF� BAND JOIST TYPICAL —AR HI ECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) UJ UJ — 4"X4" INSPECTION PORT AT zi CL EACH FILL CELL TYPICAL LU In (n 1x WD FURRING @ 24" O.C. CL — AT GARAGE CONTRACTOR BASEBOARD LO 04 TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLA B CURB DUE TO SLOPE MIN. PSI MAY VARY PER — NOTE' EXTEND DECO FINISH MUNICIPALITY 410 6' BELOW GRADE E A 10 /FINISH C'4 7 A 4-4 GRADE 1 M A OP 6x6 W1.4xW1.4 . J4 WWF OR FIBERMESH -1 F1 11 STD. 90*HOOK (3) # 5 REBAR ON Y C AIR (SEE DETAIL) W/3" MIN. CLEARANC 4" -8 TYP 2-STORY WALL SECTION rj_,� SCALE: 3/4"::11_011 S6 SIMPSON LSTA24 STRAP wl (8) 1 Od x 11/2" NAI LS TO STUC 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. FT CAP = 928 PLF UPLI SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. lOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY, 71 CORNER TYPICAL "T" AND CORNER DETAILS SCALE: N.T.S. 2ND FLOOR FRAMING SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" \\-SIMPSON HETA20 W/ (8) 10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)1 0dx3" @ EA. END INTO 2"x4" BLOCKING IN KO BLOCK — — MORE INFORMATION SEE DETAIL 2/D2 FOR 2ND FLOOR FRAME CONNECTION SEE TYP. 2-STORY WALL SECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" 1,.., �6 FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSE FLOOR CONNECTION @ MASONRY 1 ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSIONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK B SCALE: 3/4"= S6 B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F U D LOOR TR SS) ro SCALE: 1 1/2"=V-0" �6 (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 1 (3) #5 CONT. ON 3" M CHAIR W/ 3" MIN. 8" 1 V-8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs ADDITIONAL SLAB INFORMATION. _,�SSEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" 15/32"OSB EXPOSUREI SHEATHING PROVIDE BLOCKING, REQUIRED SECTION X- NOT FULL HEIGHT SHI (2)- 2x TOP PLATE BEYOND 15r,32" OSB FXPOSURE1 F SHEATHING Lu W = SOLID 2x U) BL CKING @ALL -9, SHEATHING 0 EDGES (SEE U) OPENING SEOCTION X-X) u, a- �� -X j-, _x _2x STUDS LWU BEYOND. SEE PLAN !]Eil� 0 1 11 11 IL_U -_ . '\--2x4 P.T. BASE -4 \_��HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING WALL SHEATHING BETWEEN FLOOR SYSTEM WALL ELEVATION DIAGRAM 4 FT. 4 FT. (D 2 4 FT_ 2 5 FT 0 0 (D 5 IFT.1 4 FT. M2 (D 1091 FT. 4FT. 4 FT. '2 \j 4 T FT. ROOF NAILING ZONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE 0 Lu ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 9d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4- O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING LL 7: 0 SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD -J La 2 (TILE) OR 7/16- OSB MIN. (SHINGLES) SPAN RATED 24/16 Lu 0 X W < SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH < cr 0 O_ PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO . LL 0,: K - x LU 0 STUD AND OR BLOCKING AT ALL EDGES. N LTL, 0 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS FASTENERS SHALL NOT I. PENETRATE SURFACE MORE THAN 1/8" 3/8" "S" = NAIL 3/8" SPACING S 3/4.1, 1/2" S 1/2" 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING (Z) NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL NAIL OPENING PERIMETER @ 3" O.C. W18d COMMON NAIL @ NAIL INT. AT T' O.C. W/8d COMMON NAIL (D STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL (2) SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL NOTE: MEMBER IF GABLE END 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/811. I AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" OSB FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE To VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ Y OC, STAGGERED WALL SHEATHING INSTALL. rc SECTIONX-X & NAILING SCHED. 1\ �6 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2x CRIPPLES @ 2"x`10" OR GREATER HEADER 16- O.C. W/ (2) 12d TOENAILS T/B SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 \-- INTERIOR HEADER: 1 Od NAILS @ 8" O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY DOUBLE 2x e EXTERIOR HEADERS: CRIPPLE STUED (1) 2x SILL PLATE W/ (2) TYPICAL (U.N.(,11 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 11/2" EACH SIDE 00 '104� 4? SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) 1 (2) (1) LSTA30 4-4 (2) (3) (2) (2) (1)LSTA30 9'-16' 1 (3) . (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING (2) ROWS OF 2X BLOCKING SCHEDULE SEE DETAIL C/36 FOR MORE INFO AT THIRD POINTS 2X STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ TDIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 W/ (10) 10d NAILS AT EA. ST UID 2500 PSI CONCRETE MIN. SLAB W1 6x6 W1.4xW1.4 2X P T PLATE WWF OR FIBERMESH WEE�P*SCREEID INSTALLED PER. MANUF, _4' N -A 00 A FINISH GRADE co 4, 2 A C? '-A A ;2� 2 A 4 I I M 1 1 (3) # 5 REBAR ON 3" CHAIR 4-1 — - W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" � S6 ADDITIONAL INFORMATION. IM"- 1 L C3 < U) V) (D (3) C_/3 4-J uj M M LU E Ln , I , C) (-) M rl- CN LU M CM cc Cn C Cn 0 -2 C:) r- LL 00 ta- 3 6 00 _-x r- (n CL C> < im LO 8- !r, 6 A -a N C 0 D C 0 ZF_ E.4 U� LLJ di Lj: LU U Z -E - 'E O_ C0 i 0 < X. AR/ LL U& 'E!/ "WIF G , C WW I)SEN O,M rx To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com !3 06 z g o: o: d<6x 0 0 0 0 Z LU U :5 z z 0. Co U 04 E � a C n 6 Lu 'A z z x > — z e-s 4 F Lj_j z< 0 U, 2: U Ln 0 ;z g , z i._0 F- I& P 8 8-11 N M_ < � 8 LU g -. rj Ln (r o uifg< (W L.L Z, < < cc �2 z Z 0, �K, LLI Lr) Lij Uj � "D z UJI < z < z U l� �2 U Uj Ce T-1 Z z Cal 0 (3) z :5 LU T z Lu 2: __4 0- 1) U J SCALE AS NOTED DATE 4/12/2019 TECH: IBERCHAL VERSION NO 5ol SHEET NO. S6